摘要
结合天津市钻孔灌注桩静载荷试验资料 ,对几种常用的单桩极限承载力预测模型进行对比分析 。
Several common predicting model that determine the ultimate bearing capacity of single pile have been contrasted and analyzed, referring to the data of drilling and pouring pile static load experiment in Tianjin. The model for predicting ultimate bearing capacity of single pile suited to Tianjin area is proposed.
出处
《工业建筑》
CSCD
北大核心
2002年第7期43-46,70,共5页
Industrial Construction
关键词
单桩
竖向极限承载力
预测模型
pile ultimate bearing capacity predicting model
